facility condition/ needs assessment/ modernization study...facility condition/ needs assessment/...

Facility Condition/ Needs Assessment/

Modernization Study

For

Dixon Veterans Memorial Hall

Prepared by Kitchell For

Solano County

December 12, 2006 – Final Job No. 3292A3

Dixon Veterans Hall Facility Condition/ Needs Assessment/ Modernization Study

December 12, 2006 FINAL REPORT Page 1 of 34

Table of Contents

Executive Summary ...............................................................................................1 1. Condition Assessment .......................................................................................5 2. Needs Assessment ..............................................................................................27 3. Modernization....................................................................................................29

• Exhibit A – Hazardous Materials Report

• Exhibit B - Replacement Alternatives

• Exhibit C - Renovation Alternatives

• Exhibit D - Fire Marshal Agreement

• Exhibit E - Project Schedule

Executive Summary



Executive Summary Introduction The existing Dixon Veterans Hall is a 7,087 square foot building which was built by United States veterans in 1923. The building is currently in substandard condition and needs roofing replacement, seismic upgrades, accessibility upgrades, and mechanical upgrades. Solano County contracted with Kitchell to perform this Facility Condition/Needs Assessment and Modernization Study. Participants included representatives from Solano County, the City of Dixon, and the Dixon chapters of the Veterans of Foreign Wars and the American Legion. Approach and Summary Findings The Study was performed in several phases:

• Review Documentation: Existing documentation regarding the building was provided by the County and City for review by Kitchell. Documentation was limited to early photographs of the building, plans prepared for a lounge/kitchen addition and relatively recent maintenance records.

• Condition Assessment: The building was assessed by a team of architects and engineers to determine its general condition. The survey included determination of compliance with current building codes, including fire/life safety, structural requirements (visual only), and disabled accessibility. Overall, the building was found to be in good condition, given its age. However, numerous roof leaks were noted and the Hall’s design and systems have not been updated significantly since its original construction. Building codes and standards have evolved tremendously since 1923 and as a result, the building has numerous deficiencies when compared with current codes. The results of the facility condition assessment are documented in Part 1 of this Report.

• Needs Assessment: Through interviews with veterans’ representatives, the spatial and functional requirements for the building to adequately support the veterans’ needs were determined. Requested space needs exceed the capacity of the current building. The needs assessment results are documented in Part 2.

• Modernization Study: Given the results of the condition and needs assessment, Kitchell developed many alternatives for modernization of the veterans’ facility. Some options included replacement of the building, both in place and on the nearby County corporation yard site. Other options considered renovation of the existing building to various degrees. Concept sketches and cost estimates were provided for these options as they were presented to the team for consideration. The six most prominent alternatives studied are summarized in the table on the following page and presented in more detail in Part 3.

• Report Preparation: Kitchell prepared a Draft Report documenting the findings of the Study. The team reviewed the Draft Report and provided clarifying comments. Based upon the Draft Report, the County selected a desired option. This Report addresses the team’s comments to the Draft Report and further develops the selected alternate.



Selected Alternative After considering the various modernization options, Solano County requested that Kitchell further develop a modernization option which would remodel the existing building. Labeled as Renovation Alternative Option B, it will bring the building in compliance with current building codes and standards (including structural, fire/life safety and disabled accessibility requirements); make long- needed weather-resistance repairs; and update heating, cooling and electrical systems. It would restore the front façade and provide a new, more attractive rear façade to front on the recently completed Dixon Transportation Center. The building’s interior would be gutted and reconstructed to accommodate current code requirements and the most highly-valued space needs of the veterans. No on-site parking exists or is proposed. The option includes no expansion of the building and as a result, it is relatively inexpensive compared to other options studied. However, Renovation Alternative Option B does have limitations. Due to the loss of usable space to code-required stairs, elevators and accessible restrooms, the veterans will not have the same amount of program-supporting functional space they are accustomed to. This loss is further exacerbated by the elimination of the existing second floor due to code restrictions in the number of stories allowed. As an example of the reduction in functional space, the remodeled building would provide a main meeting room for 135 occupants - a 33% deficit from the user requested 200 occupants1 and a 700 sq. ft. reduction from the size of their current main meeting room. The alternative under-develops the project site in relationship to the maximum allowed by zoning ordinance and building code. It provides for a 5,608 sq.ft. building on a site that can support 10,500 sq.ft., based upon a Type V 1-hour A-3 occupancy (see the 2001 California Building Code Table 5-B). Cost Budget: Estimated construction cost for the selected option is $1,767,486. Total project costs (including fees, furniture and equipment, temporary facilities, administrative costs, etc.) are $2,791,353. Refer to Part 3 of this Report for further discussion and development of this option. See Exhibit C for the conceptual cost estimate and Exhibit E for a critical path method schedule for the project’s completion.

1 Building users requested this capacity during interviews. Documentation supporting the need for the requested 200-occupant capacity has not been provided.

Condition Assessment



EXISTING SITE INFORMATION APN: 113-056-004 Site Area: 5,310 square feet (buildable) 6,592 square feet (including access-way to Southern Pacific ROW) Zoning: C-C Central Commercial Occupancy: A-3 Assembly for up to 299 people S-1 Storage at basement and balcony Construction Type: Type V-N Parking Reqts: According to the City, the Veterans Hall is not required to provide parking

per city and county ordinances since the facility has been grandfathered in. Floor Area: First Floor 4,842 square feet Second Floor 675 Third Floor 1,126 Balcony 444 TOTAL 7,087 square feet Note: Code information is per the 2001 California Building Code and the 5/12/05 City of Dixon Zoning Ordinance.



FACILITY ASSESSMENT

Exterior View Showing the Extent of the Original Construction

Exterior View. Note the Construction for the New Water Main



Rear View from the Rear Access Easement

Interior View of Main Meeting Hall



Interior View of Second Level Meeting Room

Interior View of Meeting Room at Third Level



Interior View of Kitchen

View of New Steel Column and Concrete Footing (Left). Original Wood Pier and Footing is in the Foreground



View Looking Toward Rear of Building. The Original Gable Roof

is in the Foreground. The Gable Roof over the Main Assembly Addition is Midfield. The Final Flat Roof Additions at the Bar,

Rear Entry And Kitchen are in the Background

View of Rooftop HVAC Unit Servicing the Main Assembly Area



1. Site

A. General 1. Accessibility

a. The accessible route along First Street complies with the Americans with Disabilities Act (ADA) guidelines. Curbs are accessible and the sidewalk slope complies with ADA guidelines. However, the sidewalk in front of the building is in poor condition and should be replaced.

b. Recommendations: (1) Replace sidewalk in front of the building.

B. Civil 1. Site Utilities

a. The point of connection for all the site utilities including sewer, water, gas are in the front of the building.

b. A new 6-inch water main was being installed by the City of Dixon during Kitchell’s site investigation.

c. An automatic fire system is not provided. See Fire and Life Safety under the Architectural section for more information.

d. Recommendations: (1) Pressure testing of water and sewer pipes is recommended for the detection

of any potential leaks or damages. (2) Provide trenching and connection from the building to the water main. Also

provide a backflow preventer. 2. Site Parcel

a. The existing parcel does not extend to the alley. The rear parking lot is divided between two other parcels. A 15 ft. wide easement provides pedestrian access from the Veterans Hall to the alley.

b. There is a possibility that the other parcel owners might build on their property in such a way as to block views of the rear façade. Any costs to renovate the rear façade for aesthetic purposes could be lost.

c. Recommendations: (1) Investigate purchasing the land directly behind the Veterans Hall. Lot

mergers and the redrawing of parcel maps may be required. 3. Parking

a. All parking is provided by a combination of on-street parking on First Street and off-street parking at City of Dixon parking lots on Jackson and B Streets and Second and B Streets. The on-street parking is 2 hour unmetered.

b. Per a conversation with the City of Dixon Community Development Director, the Veterans Hall has been grandfathered into the city and county ordinances; therefore, the Veterans Hall does not have to comply with city and county parking requirements as an existing use. However, the veterans hall will have to comply with parking requirements in the event of new construction or a major remodel.

c. There is 1 disabled parking space and 22 total parking spaces at the Jackson Street lot and 2 disabled parking spaces and 28 total parking spaces at the Second Street lot. Along Jackson Street between A and B Streets, there are 16 total on-street parking spaces including 1 disabled space. There are no disabled parking spaces along First Street.

d. The possibility exists that the County can make an agreement with the banks on B Street for use of their parking lots to serve the Veterans Hall after business hours. This will generate additional parking for large events.

e. Recommendations: (1) The County should investigate forming an agreement with the banks on B

Street for parking lot use after business hours.

C. Architectural



1. The Dixon Veterans Hall is a wood frame building. There are 3 levels above grade and a partial basement. Per the 2001 California Building Code (CBC) the Veterans Hall can be classified as an A-3 assembly occupancy with Type V non-rated construction. The building does not have an automatic fire sprinkler system or a fire alarm system. Visual inspection of beams, columns, and footings indicate that the building has undergone at least two additions which expanded the meeting hall. The bar and kitchen areas were also later additions. The front façade has also been altered. The original balcony has been enclosed and ground floor windows have been removed and infilled. a. It should be noted that multiple stories of an A-3 occupancy with Type V non-

rated construction is not permitted per CBC Table 5-B. Therefore, the meeting rooms on the second and third levels are in violation of the CBC. Also, one-hour rated construction is required between the basement and the first floor assembly area per CBC 303.2.2.2.

2. Roof a. The original building has a gable roof with asphalt shingles. Another gable roof

is over the meeting hall addition and a flat roof is over the bar area. All roofs are at the end of their useful lives and should be replaced. There has been extensive water intrusion in the balcony area and over the meeting hall. The roofs were recently covered with a white elastomeric coating in an effort to seal the leaks.

b. The original building’s roof is drained to gutters. At the rear of the building there are no downspouts or splash blocks and the water spills directly onto the roof below. At the front façade, the gutter drains to downspouts on either end of the building.

c. The roof over the meeting hall addition drains to thru-wall scuppers on either side of the gable. The water then drains onto the flat roof over the bar area.

d. The flat roof is urethane foam. The roof slopes to one thru-wall scupper and downspout. In essence, approximately 75% of the roof area drains to one downspout.

e. Sloped roll roofing is provided over the kitchen area. The water drains directly to the eave. There are no gutters or downspouts.

f. Recommendations: (1) Remove existing shingle roofs and reroof. (2) Remove existing urethane and roll roofing and reroof. (3) Provide a second thru-wall scupper and downspout. The location of the

scupper and downspout is dependent upon the layout due to existing and/or remodeling.

(4) Provide appropriate gutters, downspouts and splash blocks to drain roofs. 3. Exterior Walls

a. The exterior walls for the original building are painted cement plaster with a troweled-on pebble finish. Moldings and ornamentation are simple. The walls are in good condition with no signs of cracks.

b. The rear exterior wall is corrugated metal siding. The metal panels are loosely attached. Water damage has rotted the wood framing for the exterior kitchen walls. Also, the City has requested that the rear elevation be remodeled per the City Redevelopment Plan.

c. The veterans hall and adjacent building to the south share the same wood frame party wall. This poses major concerns regarding fire and seismic safety. Per CBC Table 5-A, the party wall should have a 2-hour fire resistive rating. The existing party wall construction is non-rated and combustible.

d. The veterans hall and adjacent building to the north have independent walls along the property line. Per CBC Table 5-A, the party wall should have a 2-hour fire resistive rating. The existing party wall construction is non-rated and combustible.



e. Recommendations: (1) Remove and replace rotted wood framing in the kitchen area. (2) Remove the existing metal siding and replace with cement plaster. (3) Provide 2-hour rated construction at the party wall at the south building.

See structural recommendations for seismic upgrades. The rated party wall might be 2-hour rated shaftwall construction which will be determined during the design phase.

(4) Provide 2-hour rated construction at the party wall at the north building. See structural recommendations for seismic upgrades. The rated party wall might be 2-hour rated shaftwall construction which will be determined during the design phase.

4. Windows a. Exterior windows only occur primarily in the original building. At the front

façade, it was reported that the ground level windows were removed and filled in for security reasons. The original wood frame, true divided lite, awning type windows remain at the second level. Aluminum casement windows are provided at the third level balcony area. Aluminum double hung windows are provided at the third level meeting room. All windows throughout the building are single glazed.

b. Third level windows overlook the adjacent roofs to the north and south. This is a direct violation of opening protection requirements per CBC Table 5-A.

c. A wood window is located in the kitchen. This window has dry rot and should be replaced.

d. Recommendations: (1) Remove all windows and replace with double-glazed clad wood windows.

Provide either awning type or double hung windows. Window selection shall be consistent with the City’s goal of restoring the façade. The scope of work shall also include the enclosed balcony area.

(2) Remove and infill openings of third level windows that overlook the adjacent roofs.

5. Doors a. The main entrance doors are solid core wood with a transparent finish. The

existing wood door threshold is accessible. Panic hardware has been provided. b. The rear exit doors are hollow metal and the existing aluminum threshold is

accessible. Panic hardware has been provided on the active door leaf and flush bolts are on the inactive leaf. These flush bolts are in poor condition. In order to function properly as a second exit, panic hardware with flush bolts should also be installed on the inactive leaf of the existing double doors.

c. The interior doors are solid core wood with wood frames. All doors have knob-type hardware. The double doors from the meeting hall to the rear hallway do not have safety glazing per CBC 2406.4.

d. Door closers have not been provided on the doors to the restrooms. e. Door closers have not been provided on the doors which open onto the stairwell. f. Recommendations:

(1) Provide new solid core wood doors at the main entry complete with panic hardware, closers, and kickplates. Door selection shall be consistent with the City’s goal of restoring the façade.

(2) Provide new hollow metal doors at the rear complete with panic hardware, closers, kickplates, and flush bolts.

(3) Remove the existing double doors from the meeting hall to the rear hallway. Replace with solid core wood doors with vision panels.

(4) Provide door closers at restroom doors and doors to stairwells.



6. Ceilings a. The main meeting hall has a suspended acoustical ceiling at 11’-8” high. This

ceiling has several water damaged panels. The original plaster ceiling is above the suspended acoustical ceiling. This plaster ceiling has a sprayed-on acoustical finish which contains asbestos per the March 2006 hazardous materials report. The plaster ceiling is cracking at the duct penetrations.

b. The bar area has a suspended acoustical ceiling below the original plaster ceiling. This plaster ceiling also has a sprayed-on acoustical finish with asbestos containing materials.

c. The kitchen has a painted plaster ceiling. There are several cracks in this ceiling.

d. The meeting rooms on the second and third levels have painted plaster ceilings. The ceiling at the second level is only 7 ft. high which is less than the 7 ft. 6 in. minimum.

e. Recommendations: (1) In the main assembly area, remove the original plaster ceiling and the

suspended acoustical ceiling. Provide hazardous material abatement for the plaster ceiling. Replace the ceilings with a more decorative coffered ceiling with acoustical ceiling tiles.

(2) Eliminate the second level. Its inadequate ceiling height is likely un-repairable. Furthermore, current building code requirements limit assembly occupancies of combustible construction to two floors. Additional structural analysis will be needed to determine the full impact of this condition.

7. Walls a. Interior walls are typically painted plaster. The walls are in good condition. b. Wood bead-board wainscots are provided in the main meeting hall and in the

second and third level meeting rooms. c. Restroom walls have full height ceramic tile. The tile is in very good condition. d. Traces of lead paint were found throughout the building per the March 2006

hazardous materials report. e. Recommendations:

(1) Provide hazardous materials abatement on the walls and paint as required. The hazardous materials report does not allow encapsulation of existing lead paint after all loose and flaky paint has been removed.

8. Floors/Base a. The main meeting hall has wood flooring over a wood deck. The flooring does

not have any major defects. However, the wood floor should be sanded and refinished.

b. The bar has quarry tile flooring which is in very good condition. The height of the transition strip between the quarry tile and vinyl composition tile (VCT) exceeds ADA guidelines.

c. The kitchen has VCT flooring which is approaching the end of its useful life. d. The restrooms have ceramic tile flooring which is in very good condition. e. The second and third level meeting rooms have carpet which is in fair condition. f. Traces of asbestos containing materials were found in the flooring mastic

throughout the building per the March 2006 hazardous materials report. g. Recommendations:

(1) Provide hazardous materials abatement on the flooring as required. The hazardous materials report indicates that asbestos containing resilient tile is located at the rear of the building in the entry and kitchen areas.

(2) Sand and refinish the wood floor in the main meeting hall. (3) Repair the quarry tile/VCT transition in order to comply with ADA

guidelines.



(4) Provide new VCT flooring in the kitchen. 9. Casework

a. Residential-grade wood cabinets are provided in the kitchen. The cabinets do not have full extension roller guides or concealed hinges which are standard features in newer casework. Overall, the cabinets are in fair condition.

b. The countertop heights do not comply with ADA guidelines. c. Recommendations:

(1) Remove the existing kitchen cabinetry and replace with new cabinetry with stainless steel countertops.

10. Equipment a. The restroom toilet partitions and urinal screens are in good condition. The

partitions and screens have baked enamel finishes. b. The restroom accessories are in fair condition. c. It was reported that the gas oven in the kitchen is in need of repair. According

to staff, the oven’s gas shut-off valve must be turned off to prevent gas leaking from the oven when it is not in use. Kitchell is not qualified to perform natural gas leak detection. We recommend that the oven be immediately tested by qualified personnel and, if testing shows the oven indeed leaks gas, that this condition be promptly repaired.

d. There is a roof leak at the exhaust hood. It was reported that the source of the leak is probably the flashing at the roof penetration. The leaks source could not be verified by observation.

e. Recommendations: (1) Replace the existing oven. Repair the existing gas leak as required. (2) Repair the flashing around the exhaust hood.

11. Accessibility a. The main building entrance does not comply with current ADA regulations and

guidelines. Knob-type door hardware is provided rather than accessible lever-type hardware.

b. The restrooms have been modified in an attempt to comply with current ADA regulations and guidelines. However, several items are still non-compliant. For example, in the men’s restroom the toilet handle is on the wrong side of the toilet, the lav piping is not insulated, and the restroom does not have space for a 5-foot turning diameter. In the women’s restroom, the lav does not have the required clearance for knee space, aisles are not 36-inches wide and the restroom does not have space for a 5-foot turning diameter. Restroom signage is not in compliance with current ADA regulations and guidelines

c. Disabled access is not provided for the stage in the main meeting hall. d. An assistive listening system is not provided in the main meeting hall. e. Elevator access is not provided to the second and third level meeting rooms. f. Identifying accessible route signage is not provided at the main entry. g. Recommendations:

(1) Recommendations for the main entry are covered under Doors. (2) Remodel the restrooms to comply with ADA guidelines. Also, provide the

number of fixtures per CBC Table A-29-A. An ADA compliant restroom remodel will significantly increase the floor area of the restrooms which will reduce the floor area of adjacent spaces.

(3) Provide a chair lift for the stage in the main meeting hall. (4) Provide an assistive listening system in the main meeting hall. (5) Provide a 3-stop hydraulic elevator. Please note that the elevator will

reduce usable floor areas on each floor. On one floor an elevator machine room will also be provided.

(6) Provide identifying accessible route signage.



12. Exiting and Life Safety a. Two exits are provided for the main meeting hall. The second exit located in the

rear of the building does not comply with CBC 1003.3.1.8 as one leaf does not readily unlock without special knowledge or effort. See the section on Doors for more information.

b. Illuminated exit signs have been provided on the ground floor. c. Two exits have not been provided for the second and third level meeting spaces

per CBC 1004.2.3.2. d. An automatic fire sprinkler system is not provided. e. A fire alarm system with manual pull stations is not provided. See Electrical for

additional information. f. Visual and audible fire alarm devices are not provided. g. An emergency fire suppression system has been provided for the kitchen hood. h. Recommendations:

(1) Provide an automatic fire sprinkler system. This will incorporate providing a sprinkler standpipe, providing sprinkler piping throughout the building, and seismically anchoring the sprinkler piping.

(2) Provide a second exit stair from the second and third levels. Please note that the CBC requires separation of exits; therefore, the second exit will in all likelihood be located at the rear of the building. Some type of passageway will be required from the exit stair to the rear exit discharge point. The combination of the second exit stair and its adjoining exit passageway will consume a large amount of floor area.

13. Balcony & First Street Façade a. The City of Dixon has requested that the front and rear façades be remodeled as

part of the Dixon Downtown Redevelopment Project. The main feature of the original First Street façade was the third level balcony which is currently enclosed and used as a storage area. This enclosed area has also suffered substantial damage from roof leaks. Window replacement is discussed under Windows and work to the rear façade is discussed under Exterior Walls.

b. Period light fixtures and signage should also be provided. c. Recommendations:

(1) Restore the balcony to its original appearance while also complying with current CBC exiting requirements. For example, 2 exits will be required from the balcony if the building department requires an occupant load factor of 7 square feet per occupant (see CBC Table 10-A).

(2) Provide period light fixtures and signage. (3) Repaint the exterior of the building.

14. Hazardous Material Abatement a. A March 2006 hazardous materials report has been prepared for the County.

The Report is included as Exhibit A to this Study. In brief, asbestos containing materials and lead paint are located throughout the building.

b. Recommendations: (1) Provide abatement of hazardous materials throughout the building as

recommended in the hazardous materials report.

D. Structural 1. The project site of the Dixon Veterans Hall is located in seismic zone 4 per the 2001

California Building Code. The original building was reportedly built in 1923 and the date is cast in plaster at the buildings front façade. Modifications and additions have occurred in subsequent years. No records of construction documents were available at the time of this assessment. This includes geotechnical reports, as-builts, specifications, etc. This facility assessment is entirely based upon visual field observations and information gathered from the site staff. The structure is composed of wood framing with vertical support at about 11 feet on center. Two newer steel columns were also found supporting the main structural members across the



building. It is believed that these columns were added about 50 years ago when the addition to the building took place at the backend.

2. The foundation of the building consists of concrete strip footing for exterior walls and isolated pads for columns and posts. No information is available about the amount of reinforcing in the concrete footings. No anchorage of the wood framed super-structure to the foundation was found. Only the two steel pipe columns had a base that was anchored to a pier footing.

3. The lateral force resisting system appears to be relying on the diaphragm action provided by the floor and roof. However, the diaphragms are lacking adequate anchorage. A positive anchorage of the walls to floor and roof was not found.

4. The wood structural elements appear to be in good condition. No signs of decay, deterioration, termite damage, or damage due to settlement were observed. Under-floor clearance and ventilation appear to be adequate. Wood-soil separation was acceptable.

5. With an occupancy of less than 300, the Veterans Hall is classified as a Standard Occupancy per CBC Table 16A-K. To seismically upgrade this building to a minimum level of performance, it is necessary to determine if the Standard Occupancy risk level is acceptable to the Owner and Users. Once the risk level is determined, then further assessment, seismic analysis, and methodology of retrofit can proceed. Other challenging considerations may be: a. Constructability b. Life expectancy of the existing structural elements of a building that is already

over 80 years old. c. Coordination with adjacent property owners.

6. Assumptions: a. The existing foundation is adequate. b. The existing structural members are adequate. c. No documentation of existing structural systems could be located. Destructive

testing and structural analysis are beyond the agreed scope of this study. It is therefore, within the scope of this study, not possible to determine the extent to which the existing structural systems are in compliance with current code requirements. The above assumptions are made due to the lack of available design information and the general lack of observed structural deficiencies or failures which would lead to an immediate concern to the contrary. Additional structural engineering study is required to verify these assumptions.

7. Recommendations: a. The following recommendations are based on the assumptions made above.

(1) Provide a detailed engineering study of the facility which will include a site visit, destructive testing to confirm as-built conditions, structural analysis and preparation of a comprehensive evaluation and design criteria report. It is assumed that these services would be provided as a component of overall building renovation design services.

(2) Provide shearwall sheathing as needed. (3) Anchorage of shearwalls to the foundation. (4) Anchorage of shearwalls to floor and roof diaphragms. (5) Floor nailing as needed. (6) Roof nailing as needed. (7) Replace existing roof sheathing as needed. (8) Provide new connectors and fasteners as needed per CBC requirements.

The majority of these connectors will be for shear connections. (9) Provide bracing and strengthening as needed at the party walls per CBC

requirements.



(10) Upgrade roof mounted mechanical equipment anchorage per CBC requirements.

(11) Miscellaneous repairs and upgrades.

E. Mechanical 1. Heating, Ventilating, Air Conditioning (HVAC)

a. The existing HVAC system in the Dixon Veterans Hall does not comply with current design standards. For example, the bar area is cooled by an individual window mounted air conditioner and heated by a portable space heater. The second and third floors are also cooled by individual window mounted air conditioners, but they are heated by permanently mounted space heaters. The comfort level in these spaces is inadequate and is not in compliance with current building code and energy code requirements. The main meeting hall, which is served by two roof-mounted packaged air conditioners with gas heat, is the only space that receives adequate cooling and heating. The proposed HVAC systems will also require the installation of new ductwork.

b. The meeting hall is conditioned with two package roof-top air conditioning (AC) units with direct expansion cooling and gas heating. These units were installed in 1998. The estimated service life for package roof-top air conditioners is fifteen years. So, these units do not require immediate replacement. (1) The air conditioners are controlled via a Honeywell programmable

thermostat located in the meeting hall. (2) The air distribution is provided by supply and return air ducts installed

above the ceiling and connected to the package rooftop AC units. The condition of ductwork could not be assessed by visual inspection. There are eight ceiling supply diffusers and two ceiling return grilles. These air inlets and outlets are extremely dirty and in need of cleaning.

c. Each restroom has a propeller sidewall exhaust fan which is connected to the light switch. The estimated service lives for these types of fans are fifteen years. These fans are in good condition and do not require immediate replacement.

d. The bar is conditioned with an Amana Cool Zone window unit. The estimated service life for this unit is ten years. Since this unit only provides cooling, heating is provided by a portable electric space heater. There is a gas-fired fireplace located in this space, but currently it is not being used.

e. The foyer has a centrifugal utility exhaust fan that is mounted on a platform located approximately 7 feet above finish floor. The exhaust air is discharged through a wall louver. The estimated service life for this type of fan is twenty-five years. The exhaust fan is in good condition and does not require replacement.

f. The kitchen has a commercial grade hood which is connected to a centrifugal roof upblast exhaust fan. This type of fan has an estimated service life of twenty-five years. The exhaust fan is in good condition and does not require replacement. The exhaust fan is not provided with a grease trap. The makeup air is provided by a centrifugal utility supply fan located along the exterior kitchen wall. The fan is housed and mounted on a platform located approximately 7 feet above the finish floor. The fan housing is connected to a



wall louver. Water leakage around the louver has been reported by staff and supported by evidence of water staining below the louver.

g. The second level is conditioned with an Amana Cool Zone window unit which is mounted in the front of the building. Since this unit only provides cooling, heating is provided by a portable electric space heater.

h. The third level has two window-type air conditioner units which are non-operational. The space is heated via a floor mounted gas heater. The flue from the space heater is discharged along the exterior wall.

i. The original building furnace is still located in the basement. Originally it was coal-fired, but eventually converted to gas. This furnace is no longer operational. As previously mentioned, the meeting hall is heated via the package rooftop air conditioners.

j. Recommendations: (1) Replace the package rooftop AC units within the next ten years. (2) Perform a duct cleaning service of the supply and return ductwork and their

associated diffusers and registers. (3) Replace the propeller sidewall exhaust fans within the next ten years. (4) Replace the window AC unit located in the bar with a packaged split

system. Locate the indoor evaporative unit above the ceiling of the bar and the condensing unit can be either roof or ground mounted. Air distribution to the space will be provided by supply and return ductwork installed above the ceiling and connected to the evaporative unit. The air inlets and outlets shall be ceiling discharge.

(5) Replace the supply fan that is providing make-up air into the kitchen with a roof-mounted make-up air unit. Remove the wall louver and patch.

(6) Replace the window AC unit located in the second level with a packaged split system. Locate the indoor evaporative unit above the ceiling of the meeting room and the condensing unit can be either roof or ground mounted. Air distribution to the space will be provided by supply and return ductwork installed above the meeting hall ceiling and connected to the evaporative units. The air inlets and outlets shall be sidewall discharge.

(7) Replace the window AC unit and space heater in the second level with a packaged split system. Locate the indoor evaporative unit above the ceiling of the third level and the condensing unit can be either roof or ground mounted. Air distribution to the space will be provided by supply and return ductwork installed above the ceiling and connected to the evaporative unit. The air inlets and outlets shall be ceiling discharge.

2. Plumbing a. Plumbing Fixtures

(1) The main floor is equipped with two restrooms. Each restroom has an ADA compliant water closet. The plumbing fixtures are commercial grade, vitreous china type lavatories, water closets, and urinals. These fixtures are in good condition, but have some discoloration. The ADA water closet in the Ladies Restroom water is continuously running.

(2) The bar is equipped with a two-compartment stainless steel sink. The sink is in good condition and is serviceable.



(3) The kitchen is equipped with a vitreous china type sink. The sink is in good condition and is serviceable.

b. Domestic Cold Water (1) Copper piping is used to distribute cold water to plumbing fixtures

throughout the building. (2) The condition of the domestic cold water piping could not be assessed by

visual inspection with the exception of the piping that could be observed in the basement. The piping is in good condition.

c. Domestic Hot Water (1) Domestic hot water to the restrooms and bar is provided by a 20-gallon

electric water heater located in the basement. The water heater is in good condition and does not require replacement.

(2) Domestic hot water to the kitchen is provided by a gas-fired water heater located in an enclosed exterior shed. The flue from the water heater penetrates the exterior wall of the shed and connects to a 3” diameter vertical pipe. Combustion air for the water heater has not been provided. The shed was locked, so an assessment of the water heater could not be performed.

(3) The condition of the domestic hot water piping could not be assessed by visual inspection with the exception of the piping that could be observed in the basement. The piping is in good condition.

d. Natural Gas (1) Steel piping is used to distribute natural gas to the domestic water heaters,

HVAC rooftop units and kitchen equipment. (2) The condition of the natural gas piping could not be assessed by visual

inspection and no deficiencies in the gas piping were reported. e. Recommendations:

(1) Repair the leaking flush valve in the Ladies restroom. (2) Provide combustion air for the gas-fired water heater located in the shed.

3. Fire Protection a. Other than the CO2 system for the kitchen hood, the building does not have a

fire suppression system. b. Recommendations:

(1) Provide an automatic fire sprinkler system per CBC 904.2. See Exiting and Life Safety under the Architectural section for more information.

F. Electrical

1. Electrical Service/ Distribution a. The electrical service is 200 Amps at 208 volts, 3 phase 4 wire. b. The service is from the underground Pacific Gas & Electric system located in

the front of the building. The meter is in an alcove at the front of the building. c. The largest panel is located in the office. It contains 40 switches with no spare

capacity. It appears that the panel was installed around 1990. d. The building’s original 60 Amps breaker is located in the lobby space. e. There is smaller panel located on the second level in the meeting room. It

appears that the panel was installed around 1950.



f. It appears that the electrical system is adequately sized for the building and in good condition.

g. Both original wiring and Romex wiring were visible in the attic space. It is assumed that large portions of the building still have the original wiring.

h. Surface mounted conduit is provided in the main meeting room. i. The receptacles in the restrooms are ground fault interrupter (GFI) type.

However, the receptacles in the kitchen are not GFI type. j. Recommendations:

(1) Although not required to be changed to comply with current codes, it is recommended that the receptacles near the sinks in the kitchen area be converted to GFI type due to the safety protection they provide.

(2) Provide complete re-wiring throughout the building. Provide conduit and/or electrical metallic tubing (EMT) as required by the 2004 California Electrical Code

2. Interior Lighting a. There are eight 2x4 lay-in ground troffers with T12 fluorescent lamps with

magnetic ballasts in the main activity room. This room also has strip fluorescents mounted vertical on the walls.

b. The fixtures in the bar are the same as the main activity room minus the strip fluorescents.

c. The fixtures in the second floor and third floor meeting rooms are wrap-around surface mounted fluorescents. The second floor fixtures appear to be circa 1950 while the third floor fixtures are relatively new. The covers for the fixtures are missing in the second floor meeting room. The third floor meeting room also has surface mounted decorative candle lights. These fixtures are old but they do not appear to be original.

d. Most of the fixtures in the other areas are also fluorescent with a mix of incandescent lamped fixtures.

e. Lighting fixtures are generally in good condition. f. Recommendations:

(1) Provide new light fixtures with energy efficient T8 lamps and electronic ballasts throughout the building.

(2) Provide covers for the fixtures located in the second floor meeting room. 3. Exterior Lighting

a. There is minimal lighting at the rear of the building. b. The surrounding street lighting provides that majority of the lighting in the front

of the building. However, there are two surface mounted fixtures being used to light the flags.

c. Recommendations: (1) Provide additional lighting at the rear of the building per Illuminating

Engineers Society standards. 4. Exit Lighting

a. Illuminated exit signage is provided on the ground floor per CBC 1003.2.8. Illuminated exit signage is not provided on the second and third levels; however, exit signage is not required per CBC 1003.2.8.2 as these spaces have only 1 exit.

5. Fire Alarm a. This building does not have a fire alarm system.



b. Recommendations: (1) Provide a complete fire alarm system in the building complete with

detectors, pull stations, and audible/ visual devices. 6. Low Voltage Systems

a. There are no low voltage systems. (1) The telephone/ data system appears adequate for the building.

b. Recommendations: (1) Provide a new telephone and data system for the Veterans Hall.

Needs Assessment



2. User Needs Assessment

A. Overview 1. The Dixon Veterans Hall provides meeting space for the Veterans of Foreign Wars

(VFW), the American Legion, the American Legion ladies auxiliary, and the Joint Veterans Association. It was reported that a ladies auxiliary for the VFW will be organized shortly. a. The VFW has a monthly general membership meeting with approximately 25

attendees. b. The American Legion has two monthly meetings: one for the general

membership and one for the executive committee. There are approximately 20 attendees at the general membership meeting.

c. The American Legion ladies auxiliary has a monthly general membership meeting with approximately 30 attendees.

d. The Joint Veterans Association has a monthly general membership meeting with a maximum of 200 attendees.

2. Veterans Events a. A veterans event is held each month at the Veterans Hall. Examples include

the Hobo Dinner, the Annual Steak Dinner, the Sweetheart Dance, and the Veterans Appreciation Dinner. Attendance ranges from 100 to 200 people.

b. A new national veterans cemetery is under construction in Solano County. Burials are scheduled to begin in Spring 2007. There is a possibility that honors ceremonies could be held at the Dixon Veterans Hall.

3. Community Events a. Community events held at the Veterans Hall include the blood bank (held

quarterly), Movies-in-the-Park (bi-weekly), bingo (weekly) and library storytime. The library storytime is held at the Veterans Hall rather than at the library because the Veterans Hall has a larger space.

b. Meetings and banquets for soccer, youth football, and cheerleading are also held at the Veterans Hall. It should be noted that these events are held at the Veterans Hall rather than at the public schools.

c. Wedding receptions, quinceañeras, and funerals are also held at the Veterans Hall.

4. Lost Opportunities a. Veterans district meetings are not held at the Veterans Hall because the hall

does not fully comply with ADA requirements. b. Events with 300+ occupants are not held at the Veterans Hall due to fire safety

and egress concerns. However, events of this type could generate significant amounts of revenue. The Dixon May Fair is the only venue that can host events for over 300 people. However, the May Fair venues are barn-like and lack the appeal for a more formal event.

5. Time of Use a. Veterans meetings are held on weekday evenings while veterans events are

typically held on weekends in the evening. b. Community events such as weddings are typically held on weekends.

Community events such as youth football banquets, blood drives, and library storytime are typically held on weekdays during the day or evening.

B. User Needs

1. Regarding needs for the building, the veterans see roof repair as the top priority. The County Facilities Manager sees the building envelope, mechanical system, and electrical system as top priorities. The City sees the restoration/renovation of the front and rear facades as priorities for inclusion in the central business district redevelopment plan.



2. The main assembly hall is the only area in the building with heating and air conditioning. Window-mounted air conditioning units are provided for the second and third level meeting rooms, but there is no heat. A window-mounted air conditioning unit is provided in the bar area, but there is no heat.

Dixon Veterans Hall User Needs TOTAL

NET

AREA NET

AREASPACE DESCRIPTION QTY (sq.ft.) (sq.ft.)Large Assembly/ Main Meeting Hall

200 people max. 1 3,000 3,000

Large Storage For tables and chairs 1 350 350

Kitchen Adjacent to large assembly area 1 450

450

Small Meeting Room For 30 occupants max. 1 450 450Balcony Match original façade 1 444 444Restrooms ADA compliant 2 250 500Janitors Closet 1 50 50

Bar Adjacent to large assembly area 1 500

500

Training/ Education Job training for returning vets 1 500 500County Supv. Office Used for bi-weekly visits 1 200 200

VFW Office 1 150 150

American Legion Office 1 150 150

Bldg Mgr/ Joint Assoc. Chair Office

1 150 150

Storage Misc. general storage 3 150 450

Subtotal 7,344

Grossing Factor (30%) Includes elevator, stairs, hallways, MPE 2,203

TOTAL GROSS BUILDING AREA (sq.ft.) 9,547

Modernization



3. Modernization Narrative

A. Overview 1. Several alternatives to meet the needs identified by the veterans and address the

deficiencies inherent in the existing structure were generated by Kitchell. These were presented to the project team in the form of floor plan sketches and cost estimates for each alternative. Relative benefits and drawbacks of each scheme were discussed. Comments from the project team were noted and the alternatives were refined to address the comments. Initial alternatives were based upon building replacement. Subsequent alternatives were generated that explored renovation of the existing building.

B. Replacement Alternatives

1. Due to the exiting building’s age, condition, significant code deficiencies and lack of space relative to the identified needs, initial modernization alternatives centered on building replacement. This first cycle of alternatives presented three options: a. Option A: Demolish the existing building and construct a new building in its

place. Benefits: (1) The project would improve a site within the City’s redevelopment area. (2) No land acquisition is required. Drawbacks: (1) The veterans would be temporarily displaced during construction. (2) The site is confined, limiting development opportunities - potentially

incapable of supporting the identified space needs. (3) Difficult construction, given adjacency to structures on two sides. (4) No dedicated parking is available.

b. Option B: Construct a new single-story building with a primary meeting space large enough to accommodate 200 occupants on the existing County corporation yard site at the southeast corner of First and F Streets. The County had identified this location as potentially available, as the County plans to consolidate its corporation yards at a new site in Vacaville. This option would include demolition of existing structures. The site is large enough that it could support additional space, thereby sharing the cost of development with another County department(s) such as the Sheriff’s Office or Health and Human Services. Benefits: (1) Potential to share development cost with another County entity. (2) Dedicated on-site parking. (3) All space needs can be met. Drawbacks: (1) No potential development cost-sharing entity could be identified, leaving

the site under-developed. (2) No displacement of the veterans is required during construction. (3) Complicated logistics and dependencies in coordinating the project with

the corporation yard relocation. (4) Concern for potential soil contamination at the site.



c. Option C: Construct a new single-story building with a primary meeting space large enough to accommodate 299 occupants on the existing County corporation yard site at the southeast corner of First and F Streets. This option matches Option B, except for the enlarged size of the primary meeting space.

2. The replacement alternatives are summarized in the table below. Sketches representing potential design concepts and associated cost estimates may be found in Exhibit B.

Replacement Alternatives Option

Description

Floor Area

(sq.ft.)

Constr Cost ($)

Project Cost ($)

A New Construction @ Existing Site- Assembly for 133 6,830 1,877,405 3,358,421

B New Construction @ County Corp Yard- Assembly for 200 8,280 2,671,221 5,044,541

C New Construction @ County Corp Yard- Assembly for 299 9,942 3,173,326 5,884,964

C. Renovation Alternatives

1. Ultimately, due to cost concerns pertaining to the replacement alternatives, the team opted to pursue the renovation the existing facility. Renovation will include the following building code required items: a. Provide two sets of stairs for egress. b. Provide an elevator for disabled access to the second floor. c. Provide ADA compliant restrooms. d. Provide a fire sprinkler system. e. Provide code required structural upgrades. f. Provide code required electrical upgrades. g. Though not code-required, central heating and cooling will be provided.

2. In order to compensate for increased occupant space in the meeting rooms (15 as opposed to the code-required 7 square feet per occupant) the following life safety features will be included per an agreement with the fire marshal (see Exhibits D1 and D2): a. A fire alarm system. b. A fire sprinkler system. c. A third exit to insure that building occupants can swiftly and safely exit the

building. 3. The following are drawbacks to remodeling the existing facility and are common to

all renovation alternatives: a. Veterans will not have use of the Hall during the one-year construction period.

The cost estimates include an allowance for lease of temporary facilities. b. The new elevator will require maintenance. c. The floor area for the stairs, elevator, and ADA compliant restrooms will

subtract space from the main assembly area and thereby reduce the overall number of occupants to less than 200.

4. With a 7’-6” maximum ceiling height, the current second floor (Ladies Auxiliary Meeting Room) lacks sufficient headroom. Furthermore, the building code restricts



assembly occupancies of combustible construction to two stories. Consequently, the second floor must be eliminated altogether, resulting in a two-story building. Alternatively, the second floor could left and used for storage with the understanding that the building could no longer function as an assembly hall.

5. Three renovation options were studied: a. Option A: Make necessary repairs and code-required modifications only. This

is the minimal approach which primarily addresses repairs and building deficiencies required to make the building compliant with current building codes. The balcony would be restored and the rear elevation improved. Benefits: (1) The building would receive a “facelift.” (2) The building would be compliant with current codes, including structural,

life safety and disabled accessibility requirements. (3) This is the “least-cost” alternative. Drawbacks: (1) The veterans would be temporarily displaced during construction. (2) Due to expanded code-required spaces (added stairs, elevator and

accessible restrooms, loss of existing second floor) and the limitation of working within the existing building shell, usable space shrinks dramatically. Approximately 25% (1,600 square feet) of useable space is lost.

b. Option B: Make necessary repairs and code-required modifications while remodeling the building’s interior. The approach accomplishes everything included in Option A along with reconstruction of the building’s interior. This begins to compensate for the loss of usable floor area by rearranging the interior to provide better functionality for the veterans’ most valued and useful spaces. Benefits: (1) The building would receive a “facelift.” (2) The building would be compliant with current codes, including structural,

life safety and disabled accessibility requirements. (3) Provides a compromise solution – does not provide for lost usable space,

but does provide for realignment of remaining space. Drawbacks: (1) The veterans would be temporarily displaced during construction. (2) Due to expanded code-required spaces (added stairs, elevator and

accessible restrooms, loss of existing second floor) and the limitation of working within the existing building shell, usable space shrinks dramatically. Approximately 25% (1,600 square feet) of useable space is lost.

c. Option C: Make necessary repairs and code-required modifications while remodeling the building’s interior. This Option also expands the building 15 feet to the rear to envelope the entire site. The approach accomplishes everything included in Option B and adds approximately 700 square feet to the building. This compensates for some of the lost usable floor area. Benefits: (1) The building would receive a “facelift.”



(2) The building would be compliant with current codes, including structural, life safety and disabled accessibility requirements.

(3) Provides for a portion of the lost usable space. Drawbacks: (1) The veterans would be temporarily displaced during construction. (2) Due to expanded code-required spaces (added stairs, elevator and

accessible restrooms, loss of existing second floor) and the limitation of working within the existing building shell, usable space shrinks dramatically. Approximately 15% (900 square feet) of useable space is lost.

6. The renovation alternatives are summarized in the table below. Sketches representing potential design concepts and associated cost estimates may be found in Exhibit C.

Renovation Alternatives Option

Description

Floor Area

(sq.ft.)

Constr Cost ($)

Project Cost ($)

A Repairs & Code-required Modifications 5,968 1,334,742 2,151,469

B Repairs & Code-required Modifications + Remodel 5,608 1,767,486 2,791,353

C Repairs & Code-required Modifications + Remodel & 15’ Expansion 6,264 1,878,872 2,954,923

D. Selected Alternative

1. The County has selected Renovation Alternative Option B – repair and provide code-required modifications to the Veterans Hall, together with an interior remodel. This option produces a 5,608 sq. ft. 2-story facility plus a restored 445 sq. ft. balcony. While prudent contingencies have been included in the cost estimate, renovation of a building this age may uncover hidden conditions can significantly increase the overall project cost.

2. The proposed remodel completely demolishes the interior of the Veterans Hall in order to provide space for the elevator, second exit stair and disabled accessible restrooms. As a result, the main assembly area is reduced from 2,754 sq. ft. to 2,023 sq. ft, providing for 135 occupants at 15 sq. ft. per occupant. Consistent with the current facility’s design and in compliance with code requirements for an A-3 occupancy, a “platform” will be provided in lieu of a formal stage. The second level (Ladies’ Auxiliary meeting room) is demolished in its entirety due to the non-compliant 7 ft. ceiling height and code restrictions limiting an A-3 (assembly) occupancy building to two stories. Interior spaces are realigned according to the veterans’ priorities. The lounge, kitchen and upstairs meeting space are all reduced in size.

3. Concept drawings representing a potential design approach for this option are presented on the following pages. A critical path method schedule for design and construction of the project is included in Exhibit E.

Exhibit A

Exhibit B

Dixon Veterans HallModernization Option A New Construction - Assembly for 133 @ Existing SiteSpace List

TOTALAREA AREA

SPACE DESCRIPTION QTY (sq.ft.) (sq.ft.)Large Assembly/ Main Meeting Hall

For monthly meetings/ 285 standing, 133 seated

1 2000 2000

Large Storage For tables and chairs 1 350 350Kitchen Adjacent to large assembly area 1 350 350Restrooms ADA compliant 2 250 500Janitors Closet 1 50 50Bar Adjacent to large assembly area 1 600 600Entry Vestibule 1 200 200Elevator & machine room 1 200 200Stairs 2 175 350 Subtotal 4,600

Floor 2 VFW Office 1 100 100American Legion Office 1 100 100Bldg Mgr/ Joint Assoc. Chair Office

1 100 100

County Supervisor's Office Used for bi-weekly visits 1 200 200Training/ Education Job training for returning vets 1 200 200Small Meeting Room For Ladies Auxiliaries, etc., 30

people max.1 450 450

Elevator 1 200 200Hallways 1 530 530Stairs 2 175 350 Subtotal 2,230

TOTAL 6,830

Concerns Building demolition--- undermining adjacent foundationsBuilding demolition--- removing south party wallElevator upkeep--- maintenance contract, permitsNew construction--- establishing fire separation @ party wallsNew construction--- ownership of rear parcel

Floor 1

1/8/2007

Dixon Veterans HallModernization Option B New Construction- Assembly for 200 @ County SiteSpace List

TOTALAREA AREA

SPACE DESCRIPTION QTY (sq.ft.) (sq.ft.)Multi-Purpose Meeting Room 200 people max. 1 3000 3000Memorial Chapel For small memorial services 1 350 350Large Storage For tables and chairs 1 350 350Kitchen Adjacent to multi-purpose 1 450 450Bar Adjacent to multi-purpose 1 650 650Restrooms ADA compliant 2 300 600Janitors Closet 1 50 50County Supervisor's Office Used for bi-weekly visits 1 200 200VFW Office 1 100 100American Legion Office 1 100 100Bldg Mgr/ Joint Assoc. Chair Office 1 100 100

Lobby 1 650 650Small Storage 1 150 150Electrical/ IT Room 1 150 150 Subtotal 6900 Circulation (20%) 1380 TOTAL 8,280

Assumptions:

Mechanical equipment located on roof

Assembly occupancy based upon 15 sq.ft. per occupant per CBC Table 10-A

1/8/2007

Dixon Veterans HallModernization Option C New Construction- Assembly for 299 @ County SiteSpace List

TOTALAREA AREA

SPACE DESCRIPTION QTY (sq.ft.) (sq.ft.)Multi-Purpose Meeting Room 299 people max. 1 4485 4485Memorial Chapel For small memorial services 1 400 400Large Storage For tables and chairs 1 400 400Kitchen Adjacent to multi-purpose 1 450 450Bar Adjacent to multi-purpose 1 650 650Restrooms ADA compliant 2 300 600Janitors Closet 1 50 50County Supervisor's Office Used for bi-weekly visits 1 200 200VFW Office 1 100 100American Legion Office 1 100 100Bldg Mgr/ Joint Assoc. Chair Office 1 100 100

Lobby 1 450 450Small Storage 1 150 150Electrical/ IT Room 1 150 150 Subtotal 8285 Circulation (20%) 1657 TOTAL 9,942

Assumptions:

Mechanical equipment located on roof

Assembly occupancy based upon 15 sq.ft. per occupant per CBC Table 10-A

1/8/2007

Exhibit C

A B C

Dixon Veterans Hall 1,447,355$ 633,939$ 70,174$

Total Repair Costs 1,447,355$ 633,939$ 70,174$

Notes:Priorities are classified as: A = Building code required repairs

B = Remodel repairsC = Recommended repairs

2,151,469$

SummaryTotal Cost

Priority

Dixon Veterans Hall

Renovation Option A - Repairs and Code-Required Modifications October 19, 2006

Summary - Probable Cost of Repairs

A B C

A SiteGeneral

a1 Replace sidewalk in front of building

500 SF 5.24$ C 2,620$

B Civilb1 Pressure testing-water 1 LS 2,500.00$ C 2,500$ b2 Pressure testing-sewer 1 LS 2,500.00$ C 2,500$ b3 Trench & connection for fire

sprinkler main1 LS 2,500.00$ A 2,500$

b4 Backflow preventer 1 EA 1,200.00$ A 1,200$

C Architectural2 Roof2.1 Remove existing shingle roof 16 SQ $ 16.62 B 266$

2.2 Provide new shingle roofing, class A, 325#

16 SQ $ 167.48 B 2,680$

2.3 Provide new R30 batt insulation

1,615 SF $ 0.94 B 1,518$

2.4 Remove existing urethane and roll roofing

33 SQ $ 24.63 B 813$

2.5 Provide new urethane foam roofing, R30

33 SQ $ 600.00 B 19,800$

2.6 Provide a second thru-wall scupper and downspout

1 LS $ 1,500.00 C 1,500$

3 Exterior Walls3.1 Remove rotted wood framing

@ kitchen 1 LS $ 2,000.00 B 2,000$

3.2 Remove existing metal siding 1 LS $ 5,000.00 B 5,000$

3.3 Provide new cement plaster 1 LS $ 6,500.00 B 6,500$ 3.4 Provide new fire rated gypsum

board @ south party wall 1,050 SF $ 5.25 A 5,513$ Includes demolition work & new

finishes

3.5 Provide new fire rated gypsumboard @ north party wall

1,050 SF $ 5.25 A 5,513$ Includes demolition work & new finishes

4 Windows4.1 Remove existing windows 9 EA $ 30.00 B 270$ 4.2 Remove window infills at

balcony 7 EA $ 50.00 B 350$

4.3 Provide new insulated vinyl clad wood windows

14 EA $ 250.00 B 3,500$

4.4 Infill existing windows along property line

1 LS $ 900.00 A 900$

5 Doors5.1 Provide new entry doors 1 PR $ 2,200.00 B 2,200$ 5.2 Provide new rear exit doors 2 PR $ 1,900.00 A 3,800$ 5.3 Provide new interior wood

doors & frames 28 EA $ 650.00 B 18,200$

5.4 Provide new balcony doors 1 PR $ 1,800.00 B 1,800$

6 Ceilings6.1 Remove the existing

suspended acoustical ceiling 2,754 SF $ 0.18 B 496$

6.2 Remove the existing plaster ceiling

2,754 SF $ 0.81 B 2,231$ Cost does not include hazardous material abatement

6.3 Provide a new coffered ceiling with glued-on acoustic tile

2,000 SF $ 5.50 B 11,000$

Dixon Veterans HallRenovation Option A - Repairs and Code-Required Modifications

October 19, 2006

QuantityWork DescriptionItem CommentsUnit CostUnits Total Cost

PriorityPriority1

(A,B,C)

A B C


October 19, 2006


PriorityPriority1

(A,B,C)

7 Walls7.1 Demo interior walls 1 LS $ 2,500.00 B 2,500$ Cost does not include hazardous

material abatement7.2 Provide new interior walls 1 LS $ 25,000.00 B 25,000$ 7.3 Paint interior walls 1 LS $ 12,000.00 B 12,000$

8 Floors/Base8.1 Sand & refinish wood flooring 4,800 SF $ 2.80 B 13,440$

8.2 Provide new quarry tile flooring in the kitchen

400 SF $ 10.00 B 4,000$

8.3 Demo wood framing at existing floor 2

675 SF $ 2.50 B 1,688$

8.4 Demo existing flooring at new floor 2

1,100 SF $ 0.78 B 858$

8.5 Provide new VCT at new floor 2

1,100 SF $ 2.53 B 2,783$

9 Casework9.1 Remove existing kitchen

cabinetry 1 LS $ 1,200.00 B 1,200$

9.2Provide new kitchen cabinetry

1 LS $ 9,500.00 B 9,500$

10 EquipmentNo improvements

11 Accessibility11.1 Remodel restrooms to comply

with ADA requirements 330 SF $ 225.00 A 74,250$ Includes plumbing, exhaust fans &

electrical

11.2 Provide an assisstive listening system

1 LS $ 2,000.00 A 2,000$

11.3 Provide a hydraulic elevator 1 EA $ 80,000.00 A 80,000$ Includes elevator, machine room & shaft

11.4 Provide identifying accessible route signage

1 LS $ 1,000.00 A 1,000$

12 Exiting and Life Safety12.1 Provide an automatic fire

sprinkler system 6,264 SF $ 7.00 A 43,848$

12.2 Provide a second exit stair 1 LS $ 45,000.00 A 45,000$ Includes stair shaft, handrails, metal stairs with concrete treads

13 Balcony & Facades13.1 Restore balcony to original

appearance 1 LS $ 65,000.00 B 65,000$ Includes materials

13.2 Provide period light fixtures 1 LS $ 2,000.00 C 2,000$ 13.3 Provide period signage 1 LS 4,000.00$ C 4,000$ 13.4 Repaint the exterior of the

building1 LS 15,000.00$ B 15,000$

14 Hazardous Material Abatement

14.1 Allowance for hazardous material abatement

1 LS $ 100,000.00 A 100,000$

A B C


October 19, 2006


PriorityPriority1

(A,B,C)

D Structurald1 Detailed engineering study 1 LS 12,000.00$ A 12,000$ d2 Shearwall sheathing 3,000 SF 2.25$ A 6,750$ d3 Shearwall Anchorage-

foundation30 Ea 55.00$ A 1,650$

d4 Shearwall Anchorage-diaphragm

1 LS 2,500.00$ A 2,500$

d5 Nailing-floor 1 LS 1,000.00$ A 1,000$ d6 Nailing-roof 1 LS 1,500.00$ A 1,500$ d7 Replace roof sheathing as

needed1 LS 1,500.00$ A 1,500$

d8 Connectors and fasteners 1 LS 3,000.00$ A 3,000$ d9 Bracing & strengthening at

party walls1 LS 20,000.00$ A 20,000$

d10 Anchorage-mechanical units 1 LS 2,000.00$ A 2,000$ d11 Misc repairs/upgrades 1 LS 5,000.00$ B 5,000$

E Mechanical1 HVAC1.2 Replace rooftop AC units 2 EA 6,400.00$ C 12,800$ Meeting hall1.3 Perform internal duct cleaning

of supply, return, exhaust ductwork including associated diffusers and registers

6,264 SF 0.30$ B 1,879$

1.4 Provide a packaged split system for heating & cooling of the bar, offices, training room and floor 2

4,264 SF 8.40$ A 35,818$ Includes ductwork

1.5 Provide a roof-mounted make-up air unit for the kitchen

1 EA 5,400.00$ A 5,400$

2 Plumbing2.1 Provide combustion air for the

water heater2 SF 50.00$ A 100$

F Electrical1 Electrical

Service/Distribution1.1 Add GFI receptacles 3 EA $ 100.00 A 300$ 1.2 Miscellaneous rewiring 6,714 SF $ 5.00 A 33,570$

3 Lighting3.1 Provide new T8 lighting with

electronic ballasts 25 EA $ 250.00 B 6,250$

3.2 Add covers to the fixtures 2 EA $ 100.00 B 200$ 3.3 Add more rear lighting 2 EA $ 150.00 B 300$

4 Fire Alarm4.1 Add a complete fire alarm

system 6,264 SF $ 2.25 A 14,094$

A B C


October 19, 2006


PriorityPriority1

(A,B,C)

Subtotal Direct Costs 506,705$ 245,221$ 27,920$

Design/Estimate Contingency 15.00% 76,006$ 36,783$ 4,188$ General Conditions 14.00% 81,579$ 39,481$ 4,495$ Overhead/Profit 12.00% 79,715$ 38,578$ 4,392$ Insurance/Bonds 2.25% 16,740$ 8,101$ 922$ Market Factor 0.00% -$ -$ -$ Escalation - 2 Yrs @ 7% 14.00% 106,504$ 51,543$ 5,869$ Subtotal Construction Costs 867,249$ 419,707$ 47,786$ 1,334,742$ A/E Design Fee 15.00% 130,087$ 62,956$ 7,168$ CM Fees 7.00% 60,707$ 29,379$ 3,345$ County Admin Fee 7.00% 60,707$ 29,379$ 3,345$ Permits/Misc. 2.00% 17,345$ 8,394$ 956$ Inspection & Testing 1.00% 8,672$ 4,197$ 478$ Utility Hook-up Fees 0.00% -$ -$ -$ Geotechnical Report 15,000$ -$ -$ Environ Document - NOE 10,000$ -$ -$ Public Art Allowance 1.50% 13,009$ 6,296$ 717$ Kitchen Equipment -$ 16,000$ -$ Temporary Facilities 133,000$ -$ -$

Project Contingency 10.00% 131,578$ 57,631$ 6,379$

TOTAL PROJECT REPAIR COSTS 1,447,355$ 633,939$ 70,174$ 2,151,469$

Notes:1 Priorities are classified as: A = Code required repairs

B = Renovation/ remodel repairsC = Recommended repairs

SOLANO COUNTY AND THE CITY OF DIXON, CALIFORNIAPROJECT: VETERANS HALL BUILDING - Renovation Option A - Repairs and Code-Required Modifications PHASE: COST MODELESTIMATE DATE: October 19, 2006BID DATE: JULY 2008PROGRAM DATE: N/AREVISION DATE: PREPARED BY: KITCHELL CEMBY: J. PRECHEL

GENERAL NOTES:

(A) THE COST OF TEMPORARY FACILITIES INCLUDES:1 LEASE OF 2 - 24' X 36' MODULAR BUILDINGS & 1 MODULAR TOILET BUILDING FOR 12 MONTHS AT $2,400 PER MONTH2 MODULAR BUILDING DROP-OFF & PICK-UP CHARGES OF $10,000 PER BUILDING3 AN ALLOWANCE OF $75,000 FOR SITE PREPARATION, INCLUDING EXTENSION OF UTILITIES

(B) THE FOLLOWING ITEMS ARE EXCLUDED FROM THIS COST MODEL:1 OFF-SITE CONSTRUCTION OR FEES2 MOVING OR RELOCATION COSTS3 COMMISSIONING COSTS4 LAND ACQUISITION COSTS (UNLESS SPECIFICALLY STATED)

PRINT DATE: 10/20/2006PRINT TIME: 4:18 PM

PAGE 1 OF 10Remodel Option B 10_20_06 revE.XLS

SOLANO COUNTY / THE CITY OF DIXON, CAVETERANS HALL BUILDING, DIXON, CABUILDING: RENOVATION OPTION B - CODE MODIFICATIONS, REMODELPHASE: CONCEPTUALPREPARED BY: Kitchell CEMESTIMATE DATE AUGUST 29, 2006BID DATE: JULY 2008REVISION DATE: OCTOBER 20, 2006PREPARED BY: Kitchell CEM, (JGP)

P R O J E C T S U M M A R Y

COST SUBTOTAL TOTALBUILDING QUANTITY UNIT PER UNIT COST COST

SITEWORK $116,750 $199,823

REMODEL EXISTING BUILDING 5,608 SF $279.54 $915,933 $1,567,663

SUBTOTAL DIRECT CONSTRUCTION COST 5,608 SF $315.17 $1,032,683 $1,767,486

ESTIMATING CONTINGENCY 15.00% $154,902GENERAL CONDITIONS 14.00% $166,262OVERHEAD AND PROFIT 12.00% $162,462INSURANCE AND BONDS 2.25% $34,117ESCALATION 14.00% $217,060

(7% ANNUAL X 2 YEARS)

SUBTOTAL CONSTRUCTION COSTS 5,608 SF $315.17 $1,767,486 $1,767,486

NON-CONSTRUCTION COSTS

A/E DESIGN FEES 15.00% $265,123 $265,123CM FEES 7.00% $123,724 $123,724COUNTY ADMINISTRATION FEES 7.00% $123,724 $123,724PERMITS / MISCELLANEOUS 2.00% $35,350 $35,350INSPECTION / TESTING 1.00% $17,675 $17,675UTILITIES HOOK-UP FEES 0.00% $0 $0GEOTECHNICAL REPORT $15,000 $15,000ENVIRONMENTAL REPORT - NOE $10,000 $10,000PUBLIC ART ALLOWANCE 1.50% $26,512 $26,512KITCHEN EQUIPMENT ALLOWANCE $20,000 $20,000TEMPORARY FACILITIES $133,000 $133,000

PROJECT CONTINGENCY 10.00% $253,759 $253,759

SUBTOTAL NON-CONSTRUCTION COSTS 5,608 SF $182.57 $1,023,867 $1,023,867

TOTAL PROJECT COST 5,608 SF $497.74 $2,791,353 $2,791,353



PROJECT SYSTEM SUMMARYSOLANO COUNTY / THE CITY OF DIXON, CAPROJECT: VETERANS HALL BUILDING, DIXON, CA BUILDING GSF: 5,608

PHASE: CONCEPTUAL

ESTIMATE DATE: AUGUST 29, 2006

BID DATE: JULY 2008

PREPARED BY: Kitchell CEM, (JGP)

% OF COST / TOTALITEM DESCRIPTION COST SF COST

01 General Requirements 0.00% $0.00 $0

02 Sitework 17.67% $32.55 $182,518

03 Concrete 0.38% $0.70 $3,950

04 Masonry 0.00% $0.00 $0

05 Metals 0.24% $0.45 $2,500

06 Wood and Plastics 10.21% $18.80 $105,446

07 Thermal and Moisture Protection 4.62% $8.51 $47,703

08 Door and Windows 4.01% $7.39 $41,450

09 Finishes 16.01% $29.48 $165,351

10 Specialties 2.99% $5.51 $30,900

11 Equipment 2.81% $5.17 $29,000

12 Furnishings 3.98% $7.32 $41,060

13 Special Construction 2.49% $4.58 $25,666

14 Conveying Systems 8.42% $15.51 $87,000

15 Mechanical 13.99% $25.77 $144,521

16 Electrical 10.26% $18.90 $105,991

17 Special Electrical Systems 1.90% $3.50 $19,628

SUBTOTAL COSTS $1,032,683

ESTIMATING CONTINGENCY 15.00% $154,902

GENERAL CONDITIONS 14.00% $166,262

OVERHEAD & PROFIT 12.00% $162,462

INSURANCE & BONDS 2.25% $34,117

ESCALATION (2 YEARS @ 5% Annual) 14.00% $217,060

TOTAL COST: $1,767,486



ESTIMATE WORKSHEETSOLANO COUNTY / THE CITY OF DIXON, CA BUILDING: SITEWORK

PROJECT: VETERANS HALL BUILDING, DIXON, CA BUILDING GSF: 5608

PHASE: CONCEPTUAL

ESTIMATE DATE AUGUST 29, 2006

BID DATE: JULY 2008


UNIT TOTALITEM DESCRIPTION QTY UNIT PRICE COST

02 SiteworkRemove and replace concrete sidewalk 500 SF $8.50 $4,250

Remove and replace concrete curb & gutter 50 LF $15.00 $750

Pressure Test - Sewer 1 LS $2,500.00 $2,500

Pressure Test - Domestic Water 1 LS $2,500.00 $2,500

Tap for Fire Protection pipe in street 1 EA $1,500.00 $1,500

Demo and repair street 1 LS $1,500.00 $1,500

New Pipe for Fire Protection within 5' of building 25 LF $50.00 $1,250

New Backflow Preventer 1 EA $2,500.00 $2,500

Hazardous Material Abatement Allowance 1 LS $100,000.00 $100,000

$0

NOTE: Excludes Storm Drain, Site Power, Site Lighting, Gas,Parking, Landscaping

Subtotal Sitework $116,750

SUBTOTAL COSTS $116,750



ESTIMATE SUMMARYSOLANO COUNTY / THE CITY OF DIXON, CA BUILDING: REMODEL EXISTING BUILDING

PROJECT: VETERANS HALL BUILDING, DIXON, CA BUILDING GSF: 5,608

PHASE: CONCEPTUAL


BID DATE: JULY 2008




02 Sitework 7.18% $11.73 $65,768

03 Concrete 0.43% $0.70 $3,950

04 Masonry 0.00% $0.00 $0

05 Metals 0.27% $0.45 $2,500



08 Door and Windows 4.53% $7.39 $41,450

09 Finishes 18.05% $29.48 $165,351

10 Specialties 3.37% $5.51 $30,900

11 Equipment 3.17% $5.17 $29,000

12 Furnishings 4.48% $7.32 $41,060



15 Mechanical 15.78% $25.77 $144,521

16 Electrical 11.57% $18.90 $105,991







ESCALATION 14.00% $192,520




ESTIMATE WORKSHEETSOLANO COUNTY / THE CITY OF DIXON, CA BUILDING: MAIN


PHASE: CONCEPTUAL


BID DATE: JULY 2008



01 General RequirementsSee Mark-ups $0

$0

Subtotal General Requirements $0

02 SiteworkDemolition $0

Gut Interior (floors, walls, ceilings) 5,241 SF $5.99 $31,394

Shoring as necessary 1 LS $5,000.00 $5,000

Demolish existing kitchen & cabinets, cap gas, etc. 330 SF $10.00 $3,300

Demolish existing structure (column line 3 to 4) 1,087 SF $5.00 $5,435

Remove existing shingle roof 1,922 SF $0.55 $1,057

Remove existing roll roofing / urethane foam roofing 3,743 SF $0.75 $2,807

Remove and store items / equipment for re-use 1 LS $5,000.00 $5,000

Remove existing metal siding 1 LS $5,000.00 $5,000

Remove Foundation for Non-reinforced CMU wall 0 LF $20.00 $0

Remove Non-reinforced 8" CMU wall 0 SF $15.00 $0

Remove slab on grade for elevator pit 95 SF $5.00 $475

Remove infill material for punched openings 180 SF $10.00 $1,800

Miscellaneous 1 LS $4,500.00 $4,500

$0


03 ConcreteNew foundation for new 8" reinforced CMU wall 0.00 CY $500.00 $0

New foundation for 15' Building Addition 0.00 CY $500.00 $0

New elevator pit 1.00 LS $3,500.00 $3,500

New Slab on Grade for Addition 0 SF $5.00 $0

Flagpole foundation 1.00 EA $450.00 $450

$0

Subtotal Concrete $3,950





PHASE: CONCEPTUAL


BID DATE: JULY 2008



04 MasonryNew 8" Reinforced CMU wall 0 SF $29.00 $0

$0

Subtotal Masonry $0

05 MetalsMiscellaneous Metals 1 LS $2,500.00 $2,500

$0

Subtotal Metals $2,500

06 Wood and PlasticsNew roof / structure over elevator 95 SF $25.00 $2,375

New Exterior wall at Building Addition 1,125 SF $5.50 $6,188

New Exterior wall at Building Front (two stories) 0 SF $5.50 $0

Restore balcony to original appearance 1 LS $50,000.00 $50,000

New stairs / handrailing 2 EA $4,500.00 $9,000

New roof structure (replacement to existing) 1,087 SF $15.00 $16,305

New roof structure (Addition) 0 SF $15.00 $0

New wood frame walls (interior) 6,258 SF $3.00 $18,774

Misc. Blocking & Backing 5,608 SF $0.50 $2,804

$0

Subtotal Wood and Plastics $105,446

07 Thermal and Moisture ProtectionNew R-30 Batt insulation 1,941 SF $1.00 $1,941

New Urethane foam roofing (R-30) 3,765 SF $5.58 $21,009

New Skylight Structure over Entry 65 SF $50.00 $3,250

Balcony Waterproof surface 470 SF $2.25 $1,058

Skylight over display case 33 SF $25.00 $825

Roof Hatch or access door at Roof 1 EA $500.00 $500

New shingle roof (over second floor) (heavy weight) 1,510 SF $2.44 $3,684

General Sheet Metal 5,220 RSF $2.42 $12,632

Caulking & Sealants 5,608 SF $0.50 $2,804





PHASE: CONCEPTUAL


BID DATE: JULY 2008



$0

Subtotal Thermal and Moisture Protection $47,703

08 Doors and WindowsNew Glass Storefront (exterior) First Floor 0 SF $25.00 $0

New vinyl clad wood windows 180 SF $25.00 $4,500

New Aluminum / Glass Doors (exterior) First Floor 2 EA $650.00 $1,300

New Aluminum/Glass Windows (exterior) Second Floor 304 SF $25.00 $7,600

New Aluminum / Glass Doors (exterior) Second Floor 2 EA $650.00 $1,300

New Glass Storefront (interior) 120 SF $25.00 $3,000

New Aluminum / Glass Doors (interior) 7 EA $650.00 $4,550

Hollow metal doors / frames / Hardware (exterior) 4 EA $1,100.00 $4,400

Wood doors/frarmes/hardware (interior) 18 EA $800.00 $14,400

Bi-fold door at storage 1 EA $400.00 $400

$0

Subtotal Doors and Windows $41,450

09 FinishesNew Exterior plaster 1,875 SF $15.00 $28,125

New plaster at new CMU wall 0 SF $15.00 $0

New 5/8" gypsum board on framed walls (interior) 12,588 SF $2.16 $27,190

New 5/8" gypsum board on Exterior walls 4,406 SF $2.16 $9,517

Ceramic Tile Floors 337 SF $16.00 $5,392

Ceramic Tile Waincot 4' high (Wet Walls only) 148 SF $18.00 $2,664

Quarry Tile at Kitchen 629 SF $13.00 $8,177

Paint Gypsum Board 16,994 SF $0.85 $14,445

Acoustical Ceiling Tile 5,041 SF $4.00 $20,164

Washable ceiling in Kitchen (suspended acoustical) 629 SF $4.25 $2,673

Washable walls at Kitchen 780 SF $4.25 $3,315

Coffered Ceiling premium 1,600 SF $3.50 $5,600

Carpet 5,298 SF $2.75 $14,570

Vinyl Base 6,997 LF $1.94 $13,574

$0

Paint entire exterior of Building 6,630 SF $1.50 $9,945

$0





PHASE: CONCEPTUAL


BID DATE: JULY 2008



Subtotal Finishes $165,351

10 SpecialtiesToilet Partitions 6 EA $850.00 $5,100

Urinal Screens 1 EA $450.00 $450

Toilet Accessories $0

Mirrors 4 EA $185.00 $740

Soap Dispensers 4 EA $95.00 $380

Paper Tower Dispenser / Disposal 4 EA $600.00 $2,400

Toilet Paper Dispenser 6 EA $50.00 $300

Sanitary Napkin Vendor 1 EA $800.00 $800

Sanitary Napkin Disposal 4 EA $95.00 $380

Toilet Seat Cover Dispenser 6 EA $175.00 $1,050

Grab Bars 8 EA $100.00 $800

Mop Rack 1 EA $150.00 $150

Signage Allowance $0

Exterior 1 LS $5,500.00 $5,500

Interior 1 LS $2,500.00 $2,500

Period Signage Allowance 1 LS $4,000.00 $4,000

Fire Extinguishers & Cabinets 6 EA $350.00 $2,100

$0

Misc. Shelving 1 LS $750.00 $750

Flagpole 1 EA $3,500.00 $3,500

$0

Subtotal Specialties $30,900

11 EquipmentAllowance for Installation for Kitchen Equipment 1 LS $8,000.00 $8,000

Kitchen Cabinets Allowance 1 LS $10,000.00 $10,000

Assisted Learning System 1 EA $2,500.00 $2,500

Display case at Second Floor 1 EA $8,500.00 $8,500

$0

NOTE: It is assumed the the client will provide the KitchenEquipment for the contractor to install (OFCI.) The clientshould budget approximately $14,000 to $24,000 for





PHASE: CONCEPTUAL


BID DATE: JULY 2008



purchasing this equipment directly.Subtotal Equipment $29,000

12 FurnishingsMini-blinds at window glass 424 SF $2.50 $1,060

Multi-purpose Room Allowance (includes portable stage, 1 LS $40,000.00 $40,000

folding tables and chairs.) $0

$0

NOTE: Excludes Furniture, Fixtures and Equipmentexcept as noted

Subtotal Furnishings $41,060

13 Special ConstructionNew Fire Protection System (includes balcony) 6,039 SF $4.25 $25,666

$0

Subtotal Special Construction $25,666

14 Conveying SystemsNew Elevator - 2 stops 1 EA $75,000.00 $75,000

Cab Allowance 1 EA $2,500.00 $2,500

Provide Chair lift 1 EA $9,500.00 $9,500

$0

Subtotal Conveying Systems $87,000

15 MechanicalPlumbing $0

Water Closet 6 EA $5,500.00 $33,000

Urinal 1 EA $4,500.00 $4,500

Mop Sink 1 EA $2,500.00 $2,500

Drinking Fountain 1 EA $4,500.00 $4,500

Lavatories 4 EA $4,500.00 $18,000

Kitchen 629 SF $10.00 $6,290

Lounge / Bar 429 SF $5.00 $2,145





PHASE: CONCEPTUAL


BID DATE: JULY 2008



$0

HVAC $0

New Split System / Duct 5,608 SF $12.00 $67,296

Additional Kitchen HVAC 629 SF $10.00 $6,290

$0

Subtotal Mechanical $144,521

16 ElectricalNew Electrical System 5,608 SF $18.90 $105,991

$0

Subtotal Electrical $105,991

17 Special Electrical SystemsFire Alarm 5,608 SF $2.50 $14,020

Misc. 5,608 SF $1.00 $5,608

$0

Subtotal Special Electrical Systems $19,628



PAGE 1 OF 10Remodel OptionC 10_19_06 revD.XLS

SOLANO COUNTY / THE CITY OF DIXON, CAVETERANS HALL BUILDING, DIXON, CABUILDING: RENOVATION OPTION C - CODE MODIFICATIONS, REMODEL W/15' EXPANSIONPHASE: CONCEPTUALPREPARED BY: Kitchell CEMESTIMATE DATE AUGUST 29, 2006BID DATE: JULY 2008REVISION DATE: OCTOBER 19, 2006PREPARED BY: Kitchell CEM, (JGP)

P R O J E C T S U M M A R Y

COST SUBTOTAL TOTALBUILDING QUANTITY UNIT PER UNIT COST COST

SITEWORK $116,750 $199,823

REMODEL EXISTING BUILDING 6,264 SF $268.05 $981,012 $1,679,049

SUBTOTAL DIRECT CONSTRUCTION COST 6,264 SF $299.95 $1,097,762 $1,878,872

ESTIMATING CONTINGENCY 15.00% $164,664GENERAL CONDITIONS 14.00% $176,740OVERHEAD AND PROFIT 12.00% $172,700INSURANCE AND BONDS 2.25% $36,267ESCALATION 14.00% $230,739

(7% ANNUAL X 2 YEARS)

SUBTOTAL CONSTRUCTION COSTS 6,264 SF $299.95 $1,878,872 $1,878,872

NON-CONSTRUCTION COSTS

A/E DESIGN FEES 15.00% $281,831 $281,831CM FEES 7.00% $131,521 $131,521COUNTY ADMINISTRATION FEES 7.00% $131,521 $131,521PERMITS / MISCELLANEOUS 2.00% $37,577 $37,577INSPECTION / TESTING 1.00% $18,789 $18,789UTILITIES HOOK-UP FEES 0.00% $0 $0GEOTECHNICAL REPORT $15,000 $15,000ENVIRONMENTAL REPORT - NOE $10,000 $10,000PUBLIC ART ALLOWANCE 1.50% $28,183 $28,183KITCHEN EQUIPMENT ALLOWANCE $20,000 $20,000TEMPORARY FACILITIES $133,000 $133,000

PROJECT CONTINGENCY 10.00% $268,629 $268,629

SUBTOTAL NON-CONSTRUCTION COSTS 6,264 SF $171.78 $1,076,051 $1,076,051

TOTAL PROJECT COST 6,264 SF $471.73 $2,954,923 $2,954,923



PROJECT SYSTEM SUMMARYSOLANO COUNTY / THE CITY OF DIXON, CAPROJECT: VETERANS HALL BUILDING, DIXON, CA BUILDING GSF: 6,264

PHASE: CONCEPTUAL


BID DATE: JULY 2008




02 Sitework 16.63% $29.14 $182,518

03 Concrete 1.03% $1.80 $11,262

04 Masonry 0.00% $0.00 $0

05 Metals 0.23% $0.40 $2,500



08 Door and Windows 3.85% $6.74 $42,250

09 Finishes 16.56% $29.02 $181,766

10 Specialties 2.81% $4.93 $30,900

11 Equipment 2.64% $4.63 $29,000

12 Furnishings 3.74% $6.55 $41,060



15 Mechanical 13.88% $24.33 $152,393

16 Electrical 10.78% $18.90 $118,390


SUBTOTAL COSTS $1,097,762





ESCALATION (2 YEARS @ 5% Annual) 14.00% $230,739




ESTIMATE WORKSHEETSOLANO COUNTY / THE CITY OF DIXON, CABUILDING: SITEWORK

PROJECT: VETERANS HALL BUILDING, DIXON, CA BUILDING GSF: N/A

PHASE: CONCEPTUAL


BID DATE: JULY 2008



02 SiteworkRemove and replace concrete sidewalk 500 SF $8.50 $4,250

Remove and replace concrete curb & gutter 50 LF $15.00 $750

Pressure Test - Sewer 1 LS $2,500.00 $2,500

Pressure Test - Domestic Water 1 LS $2,500.00 $2,500

Tap for Fire Protection pipe in street 1 EA $1,500.00 $1,500

Demo and repair street 1 LS $1,500.00 $1,500

New Pipe for Fire Protection within 5' of building 25 LF $50.00 $1,250

New Backflow Preventer 1 EA $2,500.00 $2,500

Hazardous Material Abatement Allowance 1 LS $100,000.00 $100,000

$0

NOTE: Excludes Storm Drain, Site Power, Site Lighting, Gas,Parking, Landscaping





ESTIMATE SUMMARYSOLANO COUNTY / THE CITY OF DIXON, CA BUILDING: REMODEL EXISTING BUILDING


PHASE: CONCEPTUAL


BID DATE: JULY 2008




02 Sitework 6.70% $10.50 $65,768

03 Concrete 1.15% $1.80 $11,262

04 Masonry 0.00% $0.00 $0

05 Metals 0.25% $0.40 $2,500



08 Door and Windows 4.31% $6.74 $42,250

09 Finishes 18.53% $29.02 $181,766

10 Specialties 3.15% $4.93 $30,900

11 Equipment 2.96% $4.63 $29,000

12 Furnishings 4.19% $6.55 $41,060



15 Mechanical 15.53% $24.33 $152,393

16 Electrical 12.07% $18.90 $118,390







ESCALATION 14.00% $206,199




ESTIMATE WORKSHEETSOLANO COUNTY / THE CITY OF DIXON, CABUILDING: MAIN


PHASE: CONCEPTUAL


BID DATE: JULY 2008



01 General RequirementsSee Mark-ups $0

$0

Subtotal General Requirements $0

02 SiteworkDemolition $0

Gut Interior (floors, walls, ceilings) 5,241 SF $5.99 $31,394

Shoring as necessary 1 LS $5,000.00 $5,000

Demolish existing kitchen & cabinets, cap gas, etc. 330 SF $10.00 $3,300

Demolish existing structure (column line 3 to 4) 1,087 SF $5.00 $5,435

Remove existing shingle roof 1,922 SF $0.55 $1,057

Remove existing roll roofing / urethane foam roofing 3,743 SF $0.75 $2,807

Remove and store items / equipment for re-use 1 LS $5,000.00 $5,000

Remove existing metal siding 1 LS $5,000.00 $5,000

Remove Foundation for Non-reinforced CMU wall 0 LF $20.00 $0

Remove Non-reinforced 8" CMU wall 0 SF $15.00 $0

Remove slab on grade for elevator pit 95 SF $5.00 $475

Remove infill material for punched openings 180 SF $10.00 $1,800

Miscellaneous 1 LS $4,500.00 $4,500

$0


03 ConcreteNew foundation for new 8" reinforced CMU wall 0.00 CY $500.00 $0

New foundation for 15' Building Addition 8.33 CY $500.00 $4,167

New elevator pit 1.00 LS $3,500.00 $3,500

New Slab on Grade for Addition 629 SF $5.00 $3,145

Flagpole foundation 1.00 EA $450.00 $450

$0

Subtotal Concrete $11,262





PHASE: CONCEPTUAL


BID DATE: JULY 2008



04 MasonryNew 8" Reinforced CMU wall 0 SF $29.00 $0

$0

Subtotal Masonry $0

05 MetalsMiscellaneous Metals 1 LS $2,500.00 $2,500

$0

Subtotal Metals $2,500

06 Wood and PlasticsNew roof / structure over elevator 95 SF $25.00 $2,375

New Exterior wall at Building Addition 1,125 SF $5.50 $6,188

New Exterior wall at Building Front (two stories) 0 SF $5.50 $0

Restore balcony to original appearance 1 LS $50,000.00 $50,000

New stairs / handrailing 2 EA $4,500.00 $9,000

New roof structure (replacement to existing) 1,087 SF $15.00 $16,305

New roof structure (Addition) 629 SF $15.00 $9,435

New wood frame walls (interior) 6,678 SF $3.00 $20,034

Misc. Blocking & Backing 6,264 SF $0.50 $3,132

$0

Subtotal Wood and Plastics $116,469

07 Thermal and Moisture ProtectionNew R-30 Batt insulation 1,941 SF $1.00 $1,941

New Urethane foam roofing (R-30) 4,440 SF $5.58 $24,775

New Skylight Structure over Entry 65 SF $50.00 $3,250

Balcony Waterproof surface 470 SF $2.25 $1,058

Skylight over display case 33 SF $25.00 $825

Roof Hatch or access door at Roof 1 EA $500.00 $500

New shingle roof (over second floor) (heavy weight) 1,510 SF $2.44 $3,684

General Sheet Metal 5,220 RSF $2.42 $12,632

Caulking & Sealants 6,264 SF $0.50 $3,132





PHASE: CONCEPTUAL


BID DATE: JULY 2008



$0

Subtotal Thermal and Moisture Protection $51,798

08 Doors and WindowsNew Glass Storefront (exterior) First Floor 0 SF $25.00 $0

New vinyl clad wood windows 180 SF $25.00 $4,500

New Aluminum / Glass Doors (exterior) First Floor 2 EA $650.00 $1,300

New Aluminum/Glass Windows (exterior) Second Floor 304 SF $25.00 $7,600

New Aluminum / Glass Doors (exterior) Second Floor 2 EA $650.00 $1,300

New Glass Storefront (interior) 120 SF $25.00 $3,000

New Aluminum / Glass Doors (interior) 7 EA $650.00 $4,550

Hollow metal doors / frames / Hardware (exterior) 4 EA $1,100.00 $4,400

Wood doors/frarmes/hardware (interior) 19 EA $800.00 $15,200

Bi-fold door at storage 1 EA $400.00 $400

$0

Subtotal Doors and Windows $42,250

09 FinishesNew Exterior plaster at addition 2,475 SF $15.00 $37,125

New plaster at new CMU wall 0 SF $15.00 $0

New 5/8" gypsum board on framed walls (interior) 13,356 SF $2.16 $28,849

New 5/8" gypsum board on Exterior walls 4,886 SF $2.16 $10,554

Ceramic Tile Floors 337 SF $16.00 $5,392

Ceramic Tile Waincot 4' high (Wet Walls only) 148 SF $18.00 $2,664

Quarry Tile at Kitchen 629 SF $13.00 $8,177

Paint Gypsum Board 18,242 SF $0.85 $15,506

Acoustical Ceiling Tile 5,716 SF $4.00 $22,864

Washable ceiling in Kitchen (suspended acoustical) 629 SF $4.25 $2,673

Washable walls at Kitchen 780 SF $4.25 $3,315

Coffered Ceiling premium 1,600 SF $3.50 $5,600

Carpet 5,298 SF $2.75 $14,570

Vinyl Base 7,027 LF $1.94 $13,632

$0

Paint entire exterior of Building 7,230 SF $1.50 $10,845

$0





PHASE: CONCEPTUAL


BID DATE: JULY 2008



Subtotal Finishes $181,766

10 SpecialtiesToilet Partitions 6 EA $850.00 $5,100

Urinal Screens 1 EA $450.00 $450

Toilet Accessories $0

Mirrors 4 EA $185.00 $740

Soap Dispensers 4 EA $95.00 $380

Paper Tower Dispenser / Disposal 4 EA $600.00 $2,400

Toilet Paper Dispenser 6 EA $50.00 $300

Sanitary Napkin Vendor 1 EA $800.00 $800

Sanitary Napkin Disposal 4 EA $95.00 $380

Toilet Seat Cover Dispenser 6 EA $175.00 $1,050

Grab Bars 8 EA $100.00 $800

Mop Rack 1 EA $150.00 $150

Signage Allowance $0

Exterior 1 LS $5,500.00 $5,500

Interior 1 LS $2,500.00 $2,500

Period Signage Allowance 1 LS $4,000.00 $4,000

Fire Extinguishers & Cabinets 6 EA $350.00 $2,100

$0

Misc. Shelving 1 LS $750.00 $750

Flagpole 1 EA $3,500.00 $3,500

$0

Subtotal Specialties $30,900

11 EquipmentAllowance for Installation for Kitchen Equipment 1 LS $8,000.00 $8,000

Kitchen Cabinets Allowance 1 LS $10,000.00 $10,000

Assisted Learning System 1 EA $2,500.00 $2,500

Display case at Second Floor 1 EA $8,500.00 $8,500

$0

NOTE: It is assumed the the client will provide the KitchenEquipment for the contractor to install (OFCI.) The clientshould budget approximately $14,000 to $24,000 for





PHASE: CONCEPTUAL


BID DATE: JULY 2008



purchasing this equipment directly.Subtotal Equipment $29,000

12 FurnishingsMini-blinds at window glass 424 SF $2.50 $1,060

Multi-purpose Room Allowance (includes portable stage, 1 LS $40,000.00 $40,000

folding tables and chairs.) $0

$0

NOTE: Excludes Furniture, Fixtures and Equipmentexcept as noted

Subtotal Furnishings $41,060

13 Special ConstructionNew Fire Protection System (includes balcony) 6,714 SF $4.25 $28,535

$0

Subtotal Special Construction $28,535

14 Conveying SystemsNew Elevator - 2 stops 1 EA $75,000.00 $75,000

Cab Allowance 1 EA $2,500.00 $2,500

Provide Chair lift 1 EA $9,500.00 $9,500

$0

Subtotal Conveying Systems $87,000

15 MechanicalPlumbing $0

Water Closet 6 EA $5,500.00 $33,000

Urinal 1 EA $4,500.00 $4,500

Mop Sink 1 EA $2,500.00 $2,500

Drinking Fountain 1 EA $4,500.00 $4,500

Lavatories 4 EA $4,500.00 $18,000

Kitchen 629 SF $10.00 $6,290

Lounge / Bar 429 SF $5.00 $2,145





PHASE: CONCEPTUAL


BID DATE: JULY 2008



$0

HVAC $0

New Split System / Duct 6,264 SF $12.00 $75,168

Additional Kitchen HVAC 629 SF $10.00 $6,290

$0

Subtotal Mechanical $152,393

16 ElectricalNew Electrical System 6,264 SF $18.90 $118,390

$0

Subtotal Electrical $118,390

17 Special Electrical SystemsFire Alarm 6,264 SF $2.50 $15,660

Misc. 6,264 SF $1.00 $6,264

$0

Subtotal Special Electrical Systems $21,924


Exhibit D

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EXHIBIT D1

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EXHIBIT D2

Exhibit E

ID Task Name Dur. Start Finish12 PRE-DESIGN PHASE 154 d 11/1/06 4/3/07

34 Define Scope, Budget & Schedule 44 d 11/1/06 12/14/06

5 Project Kick-off Meeting 1 d 11/1/06 11/1/06

6 Review/Analyze Existing Data 7 d 11/2/06 11/8/067 Define Scope, Budget & Schedule 36 d 11/9/06 12/14/06

8 Analyze/Select Project Delivery Method 13 d 11/2/06 11/14/069

10 A/E Selection/Contracting 154 d 11/1/06 4/3/07

11 Develop A/E RFQ/Contract 14 d 11/1/06 11/14/0612 Review/Approve A/E RFQ/Contract 14 d 11/15/06 11/28/06

13 Advertise A/E RFQ 30 d 11/29/06 12/28/06

14 Receive A/E Proposals 1 d 12/29/06 12/29/0615 Review/Rank A/E Proposals 13 d 12/30/06 1/11/07

16 Notify Short-listed A/Es 1 d 1/12/07 1/12/0717 A/E Interviews 1 d 1/27/07 1/27/07

18 A/E Selection 5 d 1/28/07 2/1/07

19 Notify Selected A/E 1 d 2/2/07 2/2/0720 A/E Scoping Meeting 1 d 2/17/07 2/17/07

21 A/E Prepares Final Fee Proposal 7 d 2/18/07 2/24/0722 Review A/E Fee Proposal 7 d 2/25/07 3/3/07

23 Negotiate Final A/E Fee 1 d 3/4/07 3/4/07

24 Finalize A/E Contract 7 d 3/5/07 3/11/0725 Submit A/E Contract to Board of Supervisors 1 d 3/12/07 3/12/07

26 Board Approval of A/E Contract 1 d 4/3/07 4/3/0727

28 PROGRAMMING & DESIGN PHASE 361 d 4/4/07 3/29/08

2930 Architectural Programming 71 d 4/4/07 6/13/07

31 Prepare Draft Program 35 d 4/4/07 5/8/0732 Submit Draft Program 1 d 5/9/07 5/9/07

33 Team Review 14 d 5/9/07 5/22/07

34 Prepare Final Program 21 d 5/23/07 6/12/0735 Submit Final Program 1 d 6/13/07 6/13/07

3637 Site Investigations 49 d 6/13/07 7/31/07

38 Survey 35 d 6/13/07 7/17/07

39 Geotechnical Investigation 35 d 6/27/07 7/31/0740

41 Schematic Design/Final Program 91 d 5/23/07 8/21/07

42 Prepare Schematic Design 63 d 5/23/07 7/24/0743 Schematic Design Submittal 1 d 7/25/07 7/25/07

44 Team Review 14 d 7/25/07 8/7/0745 Value Engineering 14 d 8/8/07 8/21/07

46

47 Design Development 92 d 8/22/07 11/21/0748 Prepare Design Development Documents 63 d 8/22/07 10/23/07

49 Design Development Submittal 1 d 10/24/07 10/24/0750 Team Review 14 d 10/25/07 11/7/07

51 Building Official Review 21 d 10/25/07 11/14/07

52 Value Engineering 14 d 11/8/07 11/21/0753

54 Construction Documents 129 d 11/22/07 3/29/0855 Prepare Construction Documents 77 d 11/22/07 2/6/08

56 Prepare Bidding Documents 49 d 11/22/07 1/9/08

57 Construction Documents Submittal 1 d 2/7/08 2/7/0858 County Plan Check 21 d 2/8/08 2/28/08

59 Team Review 21 d 2/8/08 2/28/0860 Prepare Final Construction Documents 21 d 2/29/08 3/20/08

61 Final Construction Documents Submittal 1 d 3/21/08 3/21/08

62 County Review/Approval of Final CDs 7 d 3/22/08 3/28/0863 Approved Documents 1 d 3/29/08 3/29/08

64

65 BID/AWARD PHASE 98 d 3/30/08 7/5/0866 Print Bid Documents 7 d 3/30/08 4/5/08

67 Bid Period 45 d 4/6/08 5/20/0868 Pre-bid Conference 1 d 4/30/08 4/30/08

69 Bid Opening 1 d 5/21/08 5/21/08

70 Prepare Contract 21 d 5/22/08 6/11/0871 Submit Contract to Board of Supervisors 1 d 6/12/08 6/12/08

72 Board Approval of Contract 1 d 7/4/08 7/4/0873 Notice To Proceed 1 d 7/5/08 7/5/08

74

75 CONSTRUCTION PHASE 365 d 7/6/08 7/5/0976 Construction 364 d 7/6/08 7/4/09

77 Construction Completion 1 d 7/5/09 7/5/0978

79 Move-in 30 d 7/6/09 8/4/09

80 Float 90 d 8/5/09 11/2/0981

82 OPENING 1 d 11/3/09 11/3/09

11/1

12/29

1/121/27

2/22/17

3/4

3/12

4/3

5/9

6/13

7/25

10/24

2/7

3/21

3/29

4/30

5/21

6/12

7/47/5

7/5

11/3

O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N2007 2008 2009

Task Milestone Summary

Kitchell CEM NEW DIXON VETERANS MEMORIAL HALL

Page 1 of 1

File: Dixon Vets Project.mpp Date: 6/30/06

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EXHIBIT E

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EXHIBT E